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1 <br /> -40 40 -- 8 13 28 1043 CL 50 <br /> 405 SW 40-40-6 Gray,well graded coarse SAND with gravel, loose (clear, 00 <br /> ---- not cemented) gravel and sand, angular sub angular <br />' 45 45 - 8-14-23 1100 SW <br />' -50 50-- 8 18 25 1105 ML/CL Brown, silty CLAY,stiff, plastic, dry, most 50 <br /> -55 55- 7-14-25 11 35 CL/ML Brown, stiff, silly CLAY,clayey SILT, dry 100 <br />' 60 60____ 911 12 11 40 SP Dark brown medium dense, non-graded with moist fine SAND 100 <br /> 65 65-- 11-1818 1150 SP Dark brown, medium dense non graded, fine SAND, moist 50 <br /> 55 <br /> inside <br /> hole <br /> 69 Groundwater encountered at 69 ft 70 <br />' 70 70 518-14 1235 SW Gray, well graded SAND with gravel, wet ppm <br /> Brea- <br /> --- thing <br /> Clay on shoe, brown, medium stiff, clayey SILT with some fine sand, zone <br /> wet 35 <br /> -75 75- N/A 1255 ML <br /> -80 80--_ 11 2030 1314 ML Brown, medium stiff, clayey SILT with some fine sand,wet 10 <br /> ' -85 85____ <br /> 90 <br /> 5---- <br /> 90 90--- <br /> 22 R9/71 51 1 L <br />